Estimation of Compression Index in Soft Soils using Dissipation Test Results

소산실험 결과를 이용한 연약지반의 압축지수 추정

  • 박영환 (연세대학교 토목공학과) ;
  • 강병준 (연세대학교 토목공학과) ;
  • 이준환 (연세대학교 토목공학과)
  • Published : 2008.03.28

Abstract

In this study, new parameter related with compression index was derivated from piezocone test results. It is assumed that the consolidation coefficient obtained by piezocone test is concerned with the volume change during piezocone dissipation. Based on that assumption, new parameter in terms of consolidation coefficient from piezocone test was introduced. The new parameter from piezocone test and the compression index from laboratory consolidation test shows linear relationship.

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